HomeMy WebLinkAbout19050113 Site Plan"BASE HOUSE STANDARD FEATURES"
MODEL: MONACO
LOT # 14
±13,175
SF
8'FULLBASEMENT
7 CAR COURTYARD PAD 848.3
PER PLAN
5'X7' DECK MFFE
848.9 PER PLAN
MFPG
848.7 PER PLAN
"SELECTE EATURE,S"
ELEV C01 - LEFT HAW
9' FULL BASEME
BRICK WRAP
(1) 4'X4' WINDOW WEL
MODIFIED PATIO
Note:
Minimum Front Yard - 15'
Minimum Side Yard - 0'
Minimum Between Bldgs - 6'
Aggregate Minium - 10'
Minimum Rear Yard - 20'
® = Proposed Grade
Drainage Flow
— — = Proposed Silt Fence
Note:
Contractor should verify
window well location with
Field Manager.
Note:
Contractor should verify
sump pit location with Field
Manager.
" Conc Flatwork Sq. Ft = ±1136
Pubiic Walk Sq Ft = ±984
Sod Sq Yds = ±668
Seeding Sq Ft = ±3,981
" (Drive, Apron, T Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
HSM 16
SAN MH 50
TC=847.29 ta\5
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W.
Z
211
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Hazard Note: ✓
Lot Number 14 lies within that Special Flood Hazard
Zone "X" per the scaled location on the Flood
Insurance Rate Maps for Hamilton County, Indiana
(Community Panel #18057CO208G, dated November
19, 2014).
Note:
T
N
O
r
//,_ ate .
Gar. FFE = 848.8
1 st Fir FFE = 850.6
TOW = 849.6
Bsmt FFE = 840.8
Drive Slope =±6.5%
HSM 15 23Ol
SAN MH
TC=848.39
/ 6.17+
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SUMP
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25' D.&U.E.
/ 4
�. 20' B.S.L.
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2,.3'
STM SEWER
—7
co
SSD
4 '
133.17'
WATER LINE
Contractor should verify site specific Information depicted hereon with the
approved construction plans for this development in regards to sidewalk and
handicap ramp placement, widths, and construction. Contractor should verify
site specific information in regards to erosion control placement and materials.
Also, Contractor should reference Architectural plans for foundation
orientation and dimensions.
The contractor/owner should verify existing conditions prior to construction.
Any varying field conditions or any discrepancy with the information contained
hereon should be immediately reported to COOR Consulting & Land
Services, Corp.: failure to do so would result in the contractor/owners
assumption of liability.
0 0 -
Note:
C.A."C"
This document has been prepared for the benefit of the parties indicated
hereon, for the express use of obtaining a residential building permit.
This document has been prepared and based upon the construction
documents, record drawings, and additional information prepared for this
development by others. This document is not based upon a field survey and
Coor Consulting does not warrant the accuracy or completeness of this
information.
Note:
The lowest elevation to have gravity sanitary sewer service must be
more than one (1) foot above the lowest top of casting elevation of
either the first upstream or downstream manhole on the main line
sewer to which the connection is made.
Note:
Manholes must remain accessible and at grade at all times.
Note:
Unless otherwise stated hereon, no information pertaining to but not limited to,
fluctuating water tables elevations, soil types, and conditions within the building
areas of this development have been provided andlor referenced on said
documents. With the excavation of the proposed structure foundations, certain
care and observations should be made in regard to such conditions as soil
types and fluctuating water tables. During the excavation process should any
unsuitable soils or ground water be witnessed, the builder shall be immediately
notified for further examination and consultation. At the builders discretion,
additional construction techniques may be necessary to alleviate future
problems.
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303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 0516119 JOB #2017-055.014 REVISIONS:2
HERITAGE AT
SPRINGMILL
SECTION 2
P.C. 5, SLIDE 728
INSTR. #2017047160
LOT !.,1
11193 VALESIDE CRESENT
CARMEL, IN 46032
PLOT PLAN
Prepared For:
Pulte
Pulte Homes of Indiana